B08_Attachment_18_Existing_Conditions_Plan_-_2022.pdf

PDF 1 MB Posted Apr 5, 2024

Attached to: PEVI-272171 Rehabilitate Failing Upper Plaza
Solicitation number: 140P2024R0059
Issued by: Department of the Interior National Park Service National Office

About this file

Written by GovTribe AI · Apr 5, 2024

This document appears to be an Existing Conditions Plan for the Perry's Victory and International Peace Memorial (PEVI) project. It provides detailed information about the existing site infrastructure, including locations of underground utilities, drainage structures, seawall elevations, and other key features.

The Existing Conditions Plan indicates this is related to the federal contract opportunity "PEVI-272171 Rehabilitate Failing Upper Plaza", which involves restoring the structure supporting the upper plaza and associated waterproofing at the PEVI. The plan includes information about existing site conditions such as utility locations, elevations, and proposed improvements to the seawall and stormwater systems. This information will likely be used to support the design and construction of the plaza rehabilitation project.

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C O

FM SERV

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OH OH OH OH OH OH

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ST-FUT ST-FUT ST-FUT ST-FUT ST-FUT ST-FUT

-F

ST-FUT ST-FUT ST-FUT

ST-FUT

ST-FU

CBCB

ST-FUT

TDIESEL

PORT

PULL

BOX

P V

UGE

ELECTRIC PANELS

AND METERS

BAYVIEW AVENUE

(STATE ROUTE 357)

ST-FUT ST-FUT ST-FUT ST-FUT ST-FUT ST-FUT ST-FUT ST-FUT

FLAG

POLES

GRASS

AREA

GRASS

AREA

GRASS

AREA

LAKE ERIE

PUT-IN-BAY

SUPERINTENDENT

RESIDENCE

PERRY'S

MEMORIAL

ST-FUT

-F

PVALVEVAULT

SAN SEWER LIFT STATION

RIM ELEV = 579 FT

INV IN = 573 FT

SUMP ELEV = 563 FT

(50 GPM GRINDER PUMP)

6-INCH GRAVITY

3-IN

CH FM

EL-FUT

EL-FUT EL-FUT EL-FUT EL-FUT

-F

U T

EL-FUT

EL-FU

EL-FUTEL-FUTEL-FUTEL-FUTEL-FUTEL-FUTEL-FUTEL-FUT

EL-FUT

576 57

PIB VILLAGE 3-INCH PVC

FORCE MAIN (TYP)

IRRIGATION WATER INTAKE

LINE WITH ISOLATION VAULT

PIB VILLAGE 3-INCH PVC

FORCE MAIN (TYP)

2-INCH FORCE MAIN SERVICE

LINE FROM MEMORIAL (TYP)

STORMWATER OUTFALL 1:

CB-46

RIM = 575.72 FT

INV = 570.56 FT

CB-20

RIM = 574.56

INV = 570.67

CB-17

RIM = 574.36

INV = 569.60 FT

FORCE MAINS DISCHARGE TO SANITARY SEWER MANHOLE ALONG

DELEWAR AVENUE. THE COMBINED EFFLUENT IS THEN ROUTED

VIA GRAVITY FLOW TO THE WASTEWATER TREATMENT PLANT UNDERGROUND ELECTRIC SERVICE TO

SEAWALL PROJECT STORM WATER

PUMP STATIONS (TYP )

TEMPORARY OVERHEAD ELECTRIC TO

SUPPORT SEAWALL RESTORATION

PROJECT (TYP)

GROUND LEVEL BUILDING

LIGHTING (TYP OF 5)

COMMUNICATIONS AND FIBRE OPTICS SERVICE

CONNECTION FROM VISITOR CENTER

EXISTING GRADE

CONTOUR (TYP)

NORTH CONCRETE SEAWALL

TOP ELEV ≈ 577.50 FT

STORMWATER

OUTFALL 1

STORMWATER

OUTFALL 2

10-INCH PVC WITH UPSTREAM ISOLATION VAULT CONTAINING

BACKFLOW PREVENTION VALVE (SEAWALL PROJECT)

STORMWATER OUTFALL 2:15-INCH PVC WITH BACKFLOW PREVENTION VALVE LOCATED IN THE

BASEMENT OF THE MEMORIAL

STORMWATER

OUTFALL 3

STORMWATER OUTFALL 3:10-INCH PVC WITH UPSTREAM PUMP STATION AND VAULT

CONTAINING BACKFLOW PREVENTION VALVE (SEAWALL PROJECT)

SOUTH CONCRETE SEAWALL

TOP ELEV ≈ 577.50 FT

CB-16

RIM = 574.34 FT

INV = 568.94 FT

EXISTING TRANSFORMER

AND ELECTRICAL PANEL

FM SERV FM SERV

COM COM

OH OH

UGE UGE

EL-FUT EL-FUT

ST ST

ST-FUT ST-FUT

WAT WAT

IR IR

FMFM SANITARY SEWER FORCE MAIN

SANITARY SEWER FORCE MAIN SERVICE

COMMUNICATIONS AND FIBRE OPTICS

SANITARY SEWER FORCE MAINOVERHEAD ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC (SEAWALL PROJECT)

STORM DRAIN

STORM DRAIN (SEAWALL PROJECT)

WATER MAIN

DUCTILE IRON IRRIGATION LINE

CONCRETE CURB AND GUTTER

CONCRETE SEAWALL

CONCRETE SIDEWALK

P VALVE

VAULT

CB MH

DYH

DRAINAGE STRUCTURES

DRAINAGE PUMP STATION (SEAWALL PROJECT)

SANITARY SEWER LIFT STATION

SANITARY SEWER MANHOLE

FIRE HYDRANT

UTILITY POLE

TRANSFORMER AND JUNCTION BOX

TREE

GRANITE PAVER STONES

BUILDING STRUCTURE

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

EXISTING CONDITIONS

PLAN

177252

2 35

WOOD E&IS

TDD

MAP

JUNE 24, 2022

PERRY'S VICTORY AND

INTERNATIONAL PEACE MEMORIAL

272171C1

NOTES:

1. EXISTING CONDITIONS SHOWN ON THIS DRAWING ARE BASED ON A FIELD SURVEY COMPLETED BY WOOD E&IS (DECEMBER 2021 )UTILIZING LIDAR SCANNING TECHNOLOGY AS WELL AS CONVENTIONAL SURVEY EQUIPMENT. THIS SURVEY DATA WAS SUPPLEMENTED WITH A SURVEY CONDUCTED BY RYBA MARINE CONSTRUCTION COMPANY

(OCTOBER 2019) AS WELL AS OTHER HISTORICAL RECORD DRAWINGS PROVIDED BY NPS

2. EXISTING FEATURES ASSOCIATED WITH THE SEAWALL RESTORATION WHICH IS CURRENTLY UNDER CONSTRUCTION

ARE BASED ON THE FINAL DESIGN DRAWINGS FOR THE PROJECT (JULY 2021)

3. HORIZONTAL COORDINATES BASED ON OHIO STATE PLAN, NORTH ZONE NAD83 (2011) US FEET AND ELEVATIONS ARE RELATIVE TO

INTERNATIONAL GREAT LAKES DATUM OF 1985 (IGLD 1985)

1-YEAR WATER SURFACE ELEV = 572.00 FT

100-YEAR WATER SURFACE ELEV = 577.30 FT

EXISTING TOP OF SEAWALL ≈ 577.50 FT

PROPOSED TOP OF SEAWALL = 578.50 - 580.60 FT

FLOOD AND SEAWALL ELEVATION SUMMAY

SOURCE: FEMA FIRM AND SEAWALL RESTORATION

DRAWINGS (JULY 2021) VERTICAL DATUM (IGLD 85)

LEGEND

50 0 50 100

SCALE OF FEET

1" = 50' tony.donovan Text Box tony.donovan Text Box

C O

M C

O M

FM SERV

FM SERV FM SERV

FM FM FM FM

FM FM FM FM FM FM FM FM FM FM FM

OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH

COM

WAT

WAT WAT WAT

WAT

COM

PULLBOX

COM COM COM

COM

COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM

COM

UGE

UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE

UGE

UGE UGE UGE UGE

UGE

U G

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UGEUGEUGEUGE

UGEUGE

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E U

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CB CB CB CB CB CB

PULL

BOX

CONC

VAULT

UGE

U G

E U

G E

U G

E U

G E

U G

E U

G E

-F

U T

ST-FUT

-F

U T

-F

U T

-F

U T

ST-FUT ST-FUT

ST-FUT ST-FUT ST-FUT ST-FUT ST-FUT ST-FUT ST-FUT ST-FUT

ST-FUT

ST-FU

ST-FUT

TDIESEL

PORT

PULL

BOX

UGE

ELECTRIC PANELS

AND METERS

BAYVIEW AVENUE

(STATE ROUTE 357)

PERRY'S

MEMORIAL

C O

EL-FUT EL-FUT EL-FUT EL-FUT EL-FUT EL-FUT EL-FUT EL-FUT EL-FUT EL-FUT EL-FUT

-F

U T

-F

U T

-F

U T

EL-FUTEL-FUTEL-FUTEL-FUT

EL-FU

587.81

585.42

585.54 585.63

585.62

585.53 585.53

585.53 585.54

585.52

585.55 585.58

585.63

585.77

585.79

585.81 585.66

585.68

585.58

585.64

585.42 585.44

585.46

585.64

585.69

585.68

585.67

585.57

585.59

585.60

585.47

585.54

585.52

585.52 585.41

585.44 585.49

585.56

585.47

585.55

585.62

585.53

585.44585.42

585.54

585.67

585.72

585.75

585.72

585.70 585.62

585.60

585.54 585.53

585.52

585.45

585.48

585.44

585.40

585.75

585.55

585.57

585.58

585.47

585.54 585.52

585.52

585.50

585.62

585.64

585.63

585.58

585.67

585.74

585.71

585.84

585.67

585.57

585.52

585.54 585.56

585.48 585.51

585.48585.51

585.59

585.65

585.64

585.59

585.62

585.58

585.66

585.55

585.64

585.85

585.83

585.86

585.51

585.49 585.50

585.42

585.47 585.46

585.42

585.41

585.48

585.41

585.42

585.41

585.56

585.66

585.72

585.74

584.48

585.02

585.05

584.68

583.43 582.66

584.87

575.91

575.99

576.00

584.85

584.47584.60 584.48

584.86

587.72

587.83

587.91

587.85

587.78

587.92

587.98

587.96

587.92

587.76

587.73

587.81

587.90

587.92

587.85

587.92

586.72

587.48

587.95

587.86

587.86 587.90

587.82

587.83 587.86

587.79

587.86

587.80

587.78 587.82

587.84 584.73

584.54

584.29 584.31

584.44 584.43

575.94582.43

575.88 575.75

584.38

578.74

578.00582.98

583.72

577.85

578.75 583.80

582.90

575.58 575.75

575.51580.46

585.83

585.89

585.83 585.88

585.80

585.86

585.92

585.83 585.88

586.08

586.07

585.88

585.81

585.91 586.08

586.08

585.94

585.85

585.81585.87 586.05

586.06

585.86 585.81

585.81

585.88 586.07

586.11

585.90

585.82

575.98

575.90

575.92

575.93

575.45

575.37

574.94

574.99

574.96

575.02

574.88

574.91

574.81

574.89

574.78

574.81

574.72

574.82

574.77

575.52

575.57

575.53 575.49

575.43

575.28

575.38

575.10

574.91

575.11

575.19

575.21

575.13

575.02

574.95578.99

579.22

579.20

575.47 575.41

574.99

575.24

575.71 575.89

576.21

576.10

575.50

585.43 585.36

585.54

584.96

585.37

585.31

585.49

584.67

585.53

584.97

585.50

585.19

585.46

585.41

579.27579.35579.41579.38579.35

579.22

579.25

579.47 579.35

583.93 585.24

579.24579.27

576.15

576.18 575.95

575.88

575.72

575.84

575.73

575.83

575.74

575.88

579.03

579.04

579.15

579.27

578.94

578.52

579.25

579.17

578.94

578.76

578.67 578.86

578.82

578.91 578.52

578.96

579.14579.12

579.35

579.36

579.41

579.43

579.24

579.04

578.81

578.89

579.06

579.29

579.32 579.46

579.46

579.41 579.42

579.24

579.08

579.10

579.08 579.04

578.68

578.66578.67578.61578.61578.61

578.61

578.62 578.11 578.13 578.12 578.30 578.36 578.28 578.07576.22

576.09 576.16

578.62

575.85

575.89

575.86 575.87 575.61575.49575.39

575.28 575.24

575.33 575.29

575.75

575.66 575.37

575.77

575.66 575.19

575.69

575.63 575.13

575.41

575.29

575.47

575.43

575.46

575.43

575.66

575.51

576.05575.98575.94575.81575.73575.68

575.40575.27 575.48 575.57 575.71 575.78 575.83

576.18

575.40 575.97

575.40

575.40 575.93

575.35 575.77

575.76 575.50

587.91

587.92

585.49

584.61

584.46

584.49

585.56

585.47

578.64 578.67 578.65 578.67 578.68 578.68

585.39

585.44

585.54

585.65

585.46585.61

585.50

585.48585.40

585.47585.34

585.37585.43

585.50

585.60 585.51

585.52

585.36

575.36

TOP OF WALL ELEV

BOT OF WALL ELEV

TOP OF CURB ELEV

BOT OF CURB ELEV

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

UPPER AND LOWER PLAZA

EXISTING CONDTIONS

PLAN

177252

3 36

WOOD E&IS

TDD

MAP

JUNE 24, 2022

PERRY'S VICTORY AND

INTERNATIONAL PEACE MEMORIAL

272171C2NOTES:

1. REFER TO DRAWING C1 FOR LEGEND AND ADDITIONAL INFORMATION ON EXISTING SITE CONDITIONS

20 0 20 40

SCALE OF FEET

1" = 20'

Binder2.pdf

PEVI - C1 Existing Condtions Plan - PDF Edit 36 Pages

4 NPS PEVI 272171 Schematic Design Drawings - Final August 2022.pdf

4 NPS PEVI 272171 Schematic Design Cover - Revised 2022-0824

Sheets and Views

Draft

4 NPS PEVI 272171 Schematic Design Drawings - Final August 2022.pdf

4 NPS PEVI 272171 Schematic Design Drawings.pdf

H1-DISMANTL-PLAN-H1.pdf

Sheets and Views

H2-RESTOR-PLAN-H2

Sheets and Views

H3-RAMP-PLAN-SECTNS-H3

Sheets and Views

H4-RAMP-ELEV-SECTN-H4

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L1_OVERALL SITE DEVELOPMENT PLAN

L2_ABAAS ACCESSIBLE ROUTE DIAGRAM

L3_OVERALL SITE LAYOUT PLAN

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L3 OVERALL LAYOUT

L4_WEST PARKING AREA LAYOUT PLAN

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L4 WEST PARKING

L5_MEMORIAL IMPROVEMENTS LAYOUT PLAN

Sheets and Views

L5 MEMORIAL

L6_EAST PARKING AREA LAYOUT PLAN

Sheets and Views

L6 EAST PARKING

L7_WEST PARKING AREA GRADING PLAN

Sheets and Views

L7 WEST PARKING

L8_MEMORIAL IMPROVEMENTS GRADING PLAN

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L8 MEMORIAL

L9_EAST PARKING AREA GRADING PLAN

Sheets and Views

L9 EAST PARKING

L10_DETAILS

Sheets and Views

L10_Details

PEVI - S1 STRUCTURAL PLAN

Sheets and Views

S-1 STRUCTURAL PLAN

PEVI-AC1-CODE INFORMATION

Sheets and Views

ARCH TEMPLATE

PEVI-A1-UNDER PLAZA PLAN

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PEVI-A1-UNDER PLAZA PLAN

PEVI-A2-UNDER PLAZA SECTIONS

Sheets and Views

PEVI-A5-SECTIONS

PEVI-A3-UNDER PLAZA ACCESSIBILITY PLAN

Sheets and Views

PEVI-A1-UNDER PLAZA PLAN

PEVI-F1-UNDER PLAZA FIRE ALARM PLAN

Sheets and Views

Layout1

2022-06-22 - PEVI MP Set

PEVI-M1 HVAC UNDER PLAZA FLOOR PLAN-M1

PEVI-M2 HVAC UPPER LEVEL FLOOR PLAN-M2

PEVI-M3 FLOW DIAGRAM-M3

PEVI-M4 PLUMBING UNDER PLAZA FLOOR PLAN-M4

C-2 UPPER AND LOWER PLAZA EXISTING CONDTIONS PLAN

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C-1 Existing Conditions

C-3 SITE PREPARATION AND DEMOLITION PLAN

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SHEET TEMPLATE

C-4 PROPOSED UTILITY PLAN

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SHEET TEMPLATE

PEVI-E1-ELECTRICAL SITE PLAN

PEVI-E2-ELECTRICAL POWER AND LIGHTING PLAN

PEVI-E3-ELECTRICAL SINGLE LINE

E4 Technology Site Plan

Sheets and Views

SHEET TEMPLATE

E5-UNDER PLAZA ENLARGED PLAN A

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A-1 BASEMENT LEVEL PLAN

E6-UNDER PLAZA ENLARGED PLAN B

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A-1 BASEMENT LEVEL PLAN

E7-TECHNOLOGY RISER

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SHEET TEMPLATE

File details come from the government source that posted it. Updated Apr 5, 2024.